JP5102405B1 - Wall cover material support device and wall expansion joint - Google Patents

Wall cover material support device and wall expansion joint Download PDF

Info

Publication number
JP5102405B1
JP5102405B1 JP2012145134A JP2012145134A JP5102405B1 JP 5102405 B1 JP5102405 B1 JP 5102405B1 JP 2012145134 A JP2012145134 A JP 2012145134A JP 2012145134 A JP2012145134 A JP 2012145134A JP 5102405 B1 JP5102405 B1 JP 5102405B1
Authority
JP
Japan
Prior art keywords
gap
shaft portion
attached
wall
link mechanism
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2012145134A
Other languages
Japanese (ja)
Other versions
JP2014009456A (en
Inventor
光永 松平
Original Assignee
株式会社エービーシー商会
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社エービーシー商会 filed Critical 株式会社エービーシー商会
Priority to JP2012145134A priority Critical patent/JP5102405B1/en
Application granted granted Critical
Publication of JP5102405B1 publication Critical patent/JP5102405B1/en
Publication of JP2014009456A publication Critical patent/JP2014009456A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

【課題】壁面カバー材支持装置を建物の層間変位に追従して支持装置全体が変形され得る構成する。
【解決手段】躯体3と躯体4の間隙2に伸縮リンク機構11を取り付けてなる壁面カバー材の支持装置8において、間隙2の高さ方向に沿って延びた軸部10bを有する支持枠10,10を伸縮リンク機構11の両側に取り付け、この支持枠10,10を躯体3,4の端部に取り付けられた受材9,9で間隙2の高さ方向に沿って回転及びスライド自在に支持する。支持枠10の軸部10bが設けられた端面の上下両部には、軸部10bが突設されていない切欠き部10c,10cを設ける。
【選択図】図6
A wall cover material support device is configured such that the entire support device can be deformed following an interlayer displacement of a building.
In a support device 8 for a wall surface cover material in which a telescopic link mechanism 11 is attached to a gap 2 between a casing 3 and a casing 4, a support frame 10 having a shaft portion 10b extending along the height direction of the gap 2. 10 is attached to both sides of the telescopic link mechanism 11, and the support frames 10 and 10 are supported by the receiving members 9 and 9 attached to the ends of the casings 3 and 4 so as to be rotatable and slidable along the height direction of the gap 2. To do. Cutout portions 10c and 10c where the shaft portion 10b is not projected are provided on both upper and lower portions of the end surface of the support frame 10 where the shaft portion 10b is provided.
[Selection] Figure 6

Description

本発明は、建物に設けられた躯体と躯体の間隙を壁面カバー材で閉鎖して両躯体の壁面を接合する壁面カバー材支持装置に係り、地震発生時などにより生ずる建物層間変位に追従する機能を備えた構造のものに関する。   The present invention relates to a wall cover material support device that joins the wall surfaces of both enclosures by closing the gap between the enclosures provided in the building with a wall cover material, and functions to follow the building interlayer displacement caused by the occurrence of an earthquake, etc. It is related with the thing of the structure provided with.

躯体間隙の壁面に取り付けられる壁面カバー材支持装置として、例えば図13に示されるように、X字状の交差部を回転自在に枢支した複数組の帯状の鋼材101,101を互いの端部同士を回転自在に連結して伸縮リンク機構100を構成し、この伸縮リンク機構100を間隙102内に配置し、その左右両端部をヒンジ板103,103を介して左右の躯体104,104にそれぞれ固定するとともに、伸縮リンク機構100の前面中央部と左右両側部とに壁面カバー材105a,105b,105bを互いに端部を重ねた状態で取り付け、地震の発生などにより間隙102を挟む左右の躯体104,104が前後又は左右に相対変位した際に、伸縮リンク機構100の一方又は両方の端部がヒンジ板103を軸に回転することにより、或いは間隙102内で伸縮動作することにより変位を吸収し、伸縮リンク機構100の伸縮動作に連動してスライドする前記壁面カバー材105a,105b、105bで間隙102が閉鎖されるように構成されたものが知られている(例えば特許文献1参照)。   For example, as shown in FIG. 13, a plurality of sets of strip-shaped steel materials 101, 101 that pivotally support an X-shaped intersection are rotatably connected to the end surfaces of the wall cover material support device that is attached to the wall surface of the housing gap. The telescopic link mechanism 100 is configured by rotatably connecting them, and the telescopic link mechanism 100 is disposed in the gap 102, and its left and right ends are respectively connected to the left and right housings 104, 104 via hinge plates 103, 103, respectively. The left and right housings 104 are fixed and attached to the front center portion and the left and right side portions of the telescopic link mechanism 100 with the end portions overlapped with each other, and the gap 102 is sandwiched by the occurrence of an earthquake or the like. , 104 are displaced relative to each other back and forth or left and right, one or both ends of the telescopic link mechanism 100 rotate about the hinge plate 103, Alternatively, the gap 102 is closed by the wall surface cover materials 105a, 105b, and 105b that absorbs the displacement by expanding and contracting in the gap 102 and slides in conjunction with the expansion and contraction operation of the extension link mechanism 100. Those are known (for example, see Patent Document 1).

特開2006−322132号公報JP 2006-322132 A

図示した壁面カバー材支持装置は、間隙102を挟む左右の躯体104,104の、間隙102の幅方向や奥行き方向と平行な方向への変動を、伸縮リンク機構100の伸縮動作によって吸収することが可能である。
しかし、図示した装置では、伸縮リンク機構100の左右両端部がヒンジ板103,103を介して左右の躯体104,104に固定してあるため、地震発生時などにより生じる建物の層間変位、つまり建物の上下の階の間に生じる水平方向の相対的な変位に追随して変位させ、層間変位により装置に作用する荷重を吸収することができない。
The illustrated wall surface covering material support device can absorb fluctuations of the left and right housings 104, 104 sandwiching the gap 102 in the direction parallel to the width direction and the depth direction of the gap 102 by the expansion / contraction operation of the expansion / contraction link mechanism 100. Is possible.
However, in the illustrated apparatus, the left and right ends of the telescopic link mechanism 100 are fixed to the left and right housings 104 and 104 via the hinge plates 103 and 103. Therefore, the interlayer displacement of the building caused by the occurrence of an earthquake, that is, the building It is impossible to absorb the load acting on the apparatus due to the interlayer displacement by following the relative displacement in the horizontal direction generated between the upper and lower floors.

すなわち、層間変位が生じた場合、水平方向に傾斜する左右の躯体104,104と一体に伸縮リンク機構100が傾斜し、これに伴い壁面カバー材105a,105b,105bが傾斜せしめられるため、伸縮リンク機構100と左右の躯体104,104を接続するヒンジ板103,103に応力が集中して破損したり、傾斜した壁面カバー材105a,105b,105b同士が衝突し、或いは両躯体104,104の端部や床カバー材に衝突するなどして伸縮リンク機構100との接続部に応力が集中し、壁面カバー材105a,105b,105bが取り外れたりするなどの装置の破損を来す虞がある。   That is, when an interlayer displacement occurs, the telescopic link mechanism 100 is tilted integrally with the left and right casings 104, 104 that are tilted in the horizontal direction, and the wall cover members 105a, 105b, 105b are tilted accordingly. Stress concentrates on the hinge plates 103, 103 connecting the mechanism 100 and the left and right housings 104, 104, damages are caused, inclined wall cover members 105a, 105b, 105b collide with each other, or the ends of both housings 104, 104 There is a risk that the apparatus may be damaged, for example, the wall surface cover materials 105a, 105b, and 105b may be removed due to the stress concentrated on the connection portion with the expansion / contraction link mechanism 100 due to collisions with the floor cover material.

左右の躯体104,104の間隙102の奥行き方向に沿った相対変位を吸収するには、伸縮リンク機構100の左右両端部が鉛直軸廻りに回転可能に支持して取り付けられている必要があるが、図示した装置の如く、ヒンジ板103を用いて躯体104に伸縮リンク機構100の端部を固定したのでは、そもそも両躯体104,104の間隙102の高さ方向に沿った相対変位を吸収することができず、また、伸縮リンク機構100の端部と両躯体104,104の端部とにヒンジ板103を取り付ける作業に手間を要し、加工工程が多いことにより壁面カバー材支持装置の施工コストが高くならざるを得ないという問題もある。
層間変位に追随する構成として、伸縮リンク機構100の端部と左右の躯体104,104との接続部や伸縮リンク機構100と壁面カバー材105a,105b,105bとの接続部に任意の方向に延びたルーズホール(長孔)を組み合わせて設け、ルーズホールの範囲内で変位余裕を確保することが考えられるが、製品である壁面カバー材支持装置の大型化に伴いルーズホールの寸法が大きくなると部材の強度低下を招くことになり、大型の装置には適用できない。
In order to absorb the relative displacement along the depth direction of the gap 102 between the left and right housings 104, 104, the left and right ends of the telescopic link mechanism 100 need to be rotatably supported around the vertical axis. When the end of the telescopic link mechanism 100 is fixed to the housing 104 using the hinge plate 103 as in the illustrated device, the relative displacement along the height direction of the gap 102 between the housings 104 and 104 is absorbed in the first place. In addition, the work of attaching the hinge plate 103 to the end of the telescopic link mechanism 100 and the ends of the two housings 104 and 104 requires labor, and the construction of the wall surface covering material support device due to many processing steps. There is also a problem that the cost must be high.
As a configuration to follow the interlayer displacement, it extends in an arbitrary direction to a connection portion between the end portion of the expansion / contraction link mechanism 100 and the left and right casings 104 and 104 and a connection portion between the expansion / contraction link mechanism 100 and the wall surface cover members 105a, 105b, and 105b. It is conceivable to provide a loose hole (long hole) in combination, and to ensure a displacement margin within the range of the loose hole. However, if the size of the loose hole increases with the increase in the size of the product wall cover support device, This results in a decrease in the strength of the apparatus and cannot be applied to a large apparatus.

本発明は従来技術の有するこのような問題点に鑑み、壁面カバー材支持装置を、間隙を挟む左右の躯体が間隙幅方向、奥行き方向、高さの何れの方向へ相対変位しても間隙を閉鎖する位置に壁面カバー材を保持することができるとともに、建物の層間変位に追従して支持装置全体が変形され得る構成し、部材強度を確保しつつ層間変位により装置を構成する部材に何れの方向の応力がかかっても、破損し難く且つ簡単な作業により取り付けることができるようにすることを課題とする。   In view of the above-described problems of the prior art, the present invention provides a wall cover material support device in which a gap is formed even if the left and right housings sandwiching the gap are relatively displaced in the gap width direction, depth direction, and height direction. The wall covering material can be held in the closed position, and the entire support device can be deformed following the interlayer displacement of the building, and any member constituting the device by the interlayer displacement while ensuring the member strength It is an object of the present invention to be able to be attached by a simple operation that is not easily damaged even when a direction stress is applied.

前記課題を解決するため本発明は、躯体と躯体の間隙に両躯体の変位に応じて間隙幅方向へ伸縮動作する伸縮リンク機構を取り付け、この伸縮リンク機構に取り付けた壁面カバー材で両躯体の壁面を接合する壁用エキスパンションジョイントの壁面カバー材支持装置において、
前記伸縮リンク機構の両側に取り付けられていて前記間隙の高さ方向に沿って延びた軸部が端面に突設されてなる支持枠と、
前記間隙に面した左右の躯体の端部に取り付けられていて前記間隙の高さ方向に沿って延びた係合凹溝を有する受材を備え、
前記支持枠は、
その軸部を前記受材の係合凹溝に係合させて受材に回転自在に支持され、且つ前記係合凹溝内の上下両部に設けられたストッパーに前記軸部が当接する範囲内で係合凹溝に沿って上下にスライド可能に受材に連結されているとともに、
前記支持枠の軸部が設けられた端面の上下両部に軸部が突設されていない切欠き部が設けられた構成を有することを特徴とする。
In order to solve the above-mentioned problems, the present invention attaches an expansion / contraction link mechanism that expands and contracts in the gap width direction according to the displacement of both casings in the gap between the casings, and the wall cover material attached to the expansion / contraction link mechanism makes it possible to In the wall surface cover material support device of the expansion joint for the wall that joins the wall surfaces,
A support frame that is attached to both sides of the telescopic link mechanism and has a shaft portion that projects along the height direction of the gap and projects from the end face;
A receiving member attached to the ends of the left and right housings facing the gap and having an engaging groove extending along the height direction of the gap;
The support frame is
A range in which the shaft portion engages with the engaging groove of the receiving member and is rotatably supported by the receiving member, and the shaft portion is in contact with stoppers provided at both upper and lower portions in the engaging groove. It is connected to the receiving material so that it can slide up and down along the engaging groove inside,
The support frame has a configuration in which notch portions that are not provided with projecting shaft portions are provided on both upper and lower portions of the end surface on which the shaft portion is provided.

これによれば、間隙を挟む左右の躯体の間隙幅方向に沿った相対変位は伸縮リンク機構が伸縮動作することにより、高さ方向に沿った相対変位は伸縮リンク機構の端部が支持枠とともに受材に沿って上下にスライドすることにより、また、奥行き方向に沿った相対変位は受材の係合凹溝内で支持枠の軸部が回転することにより、各方向の変位に追随して支持装置が変位動作して、間隙内に伸縮リンク機構を保持し、伸縮リンク機構に取り付けられた壁面カバー材と左右の躯体の端部壁面との接合状態を確実に維持することができる。
受材の係合凹溝に回転自在に軸支される支持枠の軸部は、その上部と下部の端部部分が適宜な長さで切り欠かれており、支持枠の端面の上下両部に軸部が切除された切欠き部を設けてあるので、層間変位によって左右の躯体が水平方向に傾斜した場合に、支持枠の軸部が受材の係合凹溝内でスライドして、つまり受材と支持枠の連結全体が傾斜方向にスライドして支持枠が受材とともに傾斜する。傾斜に伴い支持枠の軸部が受材の係合凹溝内でスライドし、受材に対する支持枠の連結位置が上下方向に変化するため、層間変位により受材と支持枠の連結部分が衝突するなどして破損するようなことはなく、左右の支持枠間に取り付けられた伸縮リンク機構を間隙上に保持することができる。
According to this, the relative displacement along the gap width direction of the left and right housings sandwiching the gap causes the telescopic link mechanism to expand and contract, and the relative displacement along the height direction causes the end of the telescopic link mechanism together with the support frame. By sliding up and down along the receiving material, and the relative displacement along the depth direction follows the displacement in each direction by rotating the shaft part of the support frame within the engaging groove of the receiving material. The support device is displaced to hold the telescopic link mechanism in the gap, and the joining state between the wall surface cover member attached to the telescopic link mechanism and the end wall surfaces of the left and right housings can be reliably maintained.
The shaft part of the support frame that is rotatably supported in the engaging groove of the receiving material has upper and lower end parts cut out at appropriate lengths, and both upper and lower parts of the end face of the support frame. Is provided with a notch portion with the shaft portion cut away, so that when the left and right housings are inclined in the horizontal direction due to the interlayer displacement, the shaft portion of the support frame slides in the engagement groove of the receiving member, That is, the entire connection between the receiving material and the support frame slides in the tilt direction, and the support frame tilts together with the receiving material. Along with the inclination, the shaft part of the support frame slides in the engaging groove of the receiving material, and the connection position of the support frame with respect to the receiving material changes in the vertical direction. The telescopic link mechanism attached between the left and right support frames can be held on the gap without being damaged.

前記構成の支持装置において、伸縮リンク機構は、適宜な長さの筒枠材であって後面部にその長手方向に沿って延びた蟻溝状の係合溝を有するホルダー材と、前記係合溝に係合する突起を備えていて前記ホルダー材の後面部上で前記係合溝に沿ってスライド自在に支持される可動材からなる伸縮体を、前記左右の受材に連結された左右の支持枠に、前記可動材が間隙幅方向に沿ってスライドするようにホルダー材を水平に向けてそれぞれ固定されているとともに、
一側の伸縮体の可動材の端部に間隙高さ方向に沿った長孔が形成された連結板が取り付けられ、他側の伸縮体の可動材の端部に間隙幅方向に沿った長孔が形成され、
当該他側の可動材の長孔に間隙奥行き方向に沿って通したボルトの軸部が前記連結板の長孔に挿通されているとともに、この長孔から突出したボルトの軸部にコイル状の圧縮バネが装着されて軸部端部がナット締めされていることにより、
前記両伸縮体の可動材の端部同士を間隙奥行き方向へ変位可能に連結して左右の支持枠間に架設された構成を有することが好ましい。
In the support device having the above-described configuration, the telescopic link mechanism includes a holder member having a dovetail-like engagement groove which is a tubular frame member having an appropriate length and extends along the longitudinal direction on the rear surface portion. A left and right connected to the left and right receiving members are provided with protrusions that engage with the grooves and are made of a movable material that is slidably supported along the engaging grooves on the rear surface of the holder material. The holder material is fixed to the support frame horizontally so that the movable material slides along the gap width direction.
A connecting plate in which a long hole is formed along the gap height direction is attached to the end of the movable member on one side of the stretchable body, and the length along the gap width direction is attached to the end of the movable member of the other side stretchable body. Holes are formed,
A bolt shaft portion that passes through the long hole of the movable material on the other side along the depth direction of the gap is inserted into the long hole of the connecting plate, and the bolt shaft portion protruding from the long hole has a coil shape. By attaching a compression spring and tightening the end of the shaft part with a nut,
It is preferable that the end portions of the movable members of both the stretchable bodies are connected so as to be displaceable in the gap depth direction and are constructed between the left and right support frames.

これによれば、伸縮リンク機構は、左右の支持枠にそれぞれ取り付けられた伸縮体も可動材の端部同士を、連結板を介して軸部に圧縮バネを装着したボルトを留め付けて間隙奥行き方向へ変位可能に連結して構成されているので、地震の発生などにより左右の躯体が任意の方向へ相対変位して伸縮リンク機構に間隙の面外方向の荷重が作用したとしても、前記連結部が間隙奥行き方向に沿って変位することで前記面外方向の変形に追従することができる。
また、連結板に形成された間隙高さ方向の長孔、又はこれに接続する可動体の端部に形成された間隙幅方向の長孔に沿って、可動材の端部同士の連結部が変位し得るように設けてあるので、層間変位によって左右の躯体が水平方向に傾斜した際に、受材に連結された支持枠の傾斜に伴い前記長孔に沿って伸縮体の連結部がスライド変位することで、間隙上で伸縮リンク機構を層間変位に追従して変形させ、その前面に取り付けた壁面カバー材で間隙を確実に閉鎖することができる。
According to this, the expansion / contraction link mechanism is configured such that the elastic bodies attached to the left and right support frames also fasten the ends of the movable members to each other and the bolts with the compression springs attached to the shaft portions via the connecting plates. Even if the left and right housings are relatively displaced in any direction due to the occurrence of an earthquake and the like, and the load in the out-of-plane direction of the gap acts on the telescopic link mechanism, the connection The portion can be displaced along the gap depth direction to follow the deformation in the out-of-plane direction.
In addition, there is a connecting portion between the end portions of the movable material along the long hole in the gap height direction formed in the connecting plate or the long hole in the gap width direction formed in the end portion of the movable body connected to the connecting plate. Since it is provided so that it can be displaced, when the left and right housings incline in the horizontal direction due to interlayer displacement, the connecting part of the expansion and contraction body slides along the elongated hole with the inclination of the support frame connected to the receiving material. By displacing, the telescopic link mechanism can be deformed following the interlayer displacement on the gap, and the gap can be reliably closed with the wall surface cover material attached to the front surface thereof.

前記構成の支持装置において、支持枠に軸部、受材に係合凹溝をそれぞれ設ける代わりに、支持枠に係合凹溝、受材に軸部を設けた構成としてもよい。
また、本発明の壁面用エキスパンションジョイントは、前記構成の支持装置により、左右の躯体の間隙を覆う壁面カバー材が支持された構成を有することを特徴とする。壁面カバー材は、間隙を閉鎖する幅を有する複数枚のカバー材により構成され、それぞれ互いに端部を重ねた状態で、伸縮リンク機構の伸縮動作に伴ってスライドし得るように伸縮リンク機構の前面に取り付けられる。
In the support device having the above-described configuration, instead of providing the support frame with the shaft portion and the receiving material, the support frame may have an engagement groove and the receiving material with the shaft portion.
Moreover, the expansion joint for wall surfaces of this invention has the structure by which the wall surface cover material which covers the clearance gap between the left and right housings was supported by the support apparatus of the said structure. The wall surface cover material is composed of a plurality of cover materials having a width for closing the gap, and the front surface of the telescopic link mechanism can be slid along with the expansion and contraction operation of the telescopic link mechanism in a state where the end portions overlap each other. Attached to.

前記構成の支持装置において、装置を構成する受材と支持枠、伸縮体のガイド材と可動材は、アルミニウム合金製の形材により互いにスライド連結し得るように形成することで、前記従来技術で述べたヒンジ板のような接続部品は不要となり、部材強度を確保しつつ、少ない加工工程で簡易に取り付けることが可能となって、壁面用エキスパンションジョイントの施工コストの低廉化を図ることができる。   In the support device having the above-described configuration, the receiving material and the support frame, and the guide member and the movable material of the stretchable body that form the device are formed so as to be slidably connected to each other by a shape member made of an aluminum alloy. A connecting component such as the hinge plate described above is not necessary, and it is possible to easily attach with a small number of processing steps while securing the strength of the member, and the construction cost of the expansion joint for wall surface can be reduced.

本発明の一実施形態の壁面用エキスパンションジョイントの前面側と背面側の要部外観図である。It is a principal part external view of the front side and back side of the expansion joint for wall surfaces of one Embodiment of this invention. 図1のエキスパンションジョイントを躯体間に取り付けた間隙部分の横断面図である。It is a cross-sectional view of the gap | interval part which attached the expansion joint of FIG. 1 between the housings. 図1のエキスパンションジョイントを構成する支持装置を間隙に取り付けた状態の構成図である。It is a block diagram of the state which attached the support apparatus which comprises the expansion joint of FIG. 1 to the gap | interval. 支持装置を構成する受材の外観構成図である。It is an external appearance block diagram of the receiving material which comprises a support apparatus. 支持装置を構成する支持枠の外観構成図である。It is an external appearance block diagram of the support frame which comprises a support apparatus. 受材と支持枠の連結部を拡大して示す切断端面図である。It is a cut end view which expands and shows the connection part of a receiving material and a support frame. 図6中のVII−VII線に沿った拡大断面図であり、(A)は受材の上部ストッパーの取り付け部分、(B)は受材の下部ストッパーの取り付け部分である。It is an expanded sectional view along the VII-VII line in FIG. 6, (A) is the attachment part of the upper stopper of a receiving material, (B) is the attachment part of the lower stopper of a receiving material. 伸縮リンク機構の伸縮体を構成するホルダー材と可動材の断面図である。It is sectional drawing of the holder material and movable material which comprise the expansion-contraction body of an expansion-contraction link mechanism. (A),(B)はそれぞれエキスパンションジョイントの背面側における伸縮リンク機構の構成を別方向の外観で示した図である。(A), (B) is the figure which showed the structure of the expansion-contraction link mechanism in the back surface side of an expansion joint by the external view of another direction, respectively. 伸縮リンク機構の可動材の端部連結部の構成を説明するための部材展開図である。It is a member expanded view for demonstrating the structure of the edge part connection part of the movable material of an expansion-contraction link mechanism. 躯体が間隙幅方向に沿って相対変位したときのエキスパンションジョイントの伸縮リンク機構の伸張動作(A)と縮退動作(B)を説明するための図である。It is a figure for demonstrating the expansion | extension operation | movement (A) and contraction operation | movement (B) of the expansion-contraction link mechanism of an expansion joint when a housing is relatively displaced along a gap width direction. (A),(B)は建物の層間変位にともなってエキスパンションジョイントが躯体とともに傾斜する状態を説明するための図である。(A), (B) is a figure for demonstrating the state in which an expansion joint inclines with a housing with the interlayer displacement of a building. 従来の壁面カバー材支持装置における伸縮リンク機構の構成(A)と躯体間隙に取り付けた状態の横断面(B)を示した図である。It is the figure which showed the structure (A) of the expansion-contraction link mechanism in the conventional wall surface cover material support apparatus, and the cross section (B) of the state attached to the housing gap.

本発明の好適な実施形態を図面に基づいて説明する。
図1は本発明の一実施形態の壁面用エキスパンションジョイントの前面側(フロア側)と背面側(間隙側)の要部外観図、図2はエキスパンションジョイントを躯体間に取り付けた間隙部分の横断面図、図3はエキスパンションジョイントを構成する支持装置を間隙に取り付けた状態の構成図を各々示しており、図示されるように、このエキスパンションジョイント1は、建物の間隙2を挟む左右の躯体3,4間に天井カバー材5と床カバー材6を架設して区画されたフロア空間の壁面間隙2に取り付けられ(図3参照)、左右の躯体3,4の壁面を分断する間隙2内に壁面カバー材7を支持する支持装置8を取り付け、この支持装置8の前面に取り付けた壁面カバー材7を躯体3,4の壁面に接合して、間隙2が壁面カバー材7で閉鎖されるように構成してある。
Preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is an external view of the main part of a front surface side (floor side) and a back surface side (gap side) of a wall surface expansion joint according to an embodiment of the present invention, and FIG. FIG. 3 and FIG. 3 each show a configuration diagram in a state in which a supporting device constituting the expansion joint is attached to the gap. As shown in the figure, the expansion joint 1 includes left and right housings 3 sandwiching the gap 2 of the building. The ceiling cover material 5 and the floor cover material 6 are installed between the walls 4 and are attached to the wall space 2 of the floor space partitioned (see FIG. 3). A support device 8 for supporting the cover material 7 is attached, and the wall surface cover material 7 attached to the front surface of the support device 8 is joined to the wall surfaces of the casings 3 and 4, and the gap 2 is closed by the wall surface cover material 7. It is configured to.

詳しくは、支持装置8は、左右の躯体3,4の間隙2に面した端部に取り付けられる受材9,9と、両受材9,9に連結される支持枠10,10と、両支持枠10,10間に架設される複数の伸縮リンク機構11とを備えて構成してある。   Specifically, the support device 8 includes receiving members 9 and 9 attached to end portions facing the gap 2 between the left and right housings 3 and 4, supporting frames 10 and 10 connected to both receiving members 9 and 9, A plurality of telescopic link mechanisms 11 provided between the support frames 10 and 10 are provided.

受材9,9は、前記天井カバー材5と床カバー材6で上下が区画された間隙2の上下両端に亘る長さを有する断面略コ字形のアルミ形材からなり、図4に示されるように、その一側の側面9aを躯体3,4の端面に接合する平坦面とし、側面9aの端部から略直角に屈曲した前面部に、断面略C字形に屈曲した係合凹溝9bを上下両端に亘って形成してある。この係合凹溝9b内の、当該凹溝の上下両端から適宜な長さ中央内方寄りに間隔を置いた位置には、後述するボルトの軸部を係合凹溝9b内に突出してなるストッパー9c,9cを設けてある(図6参照)。   The receiving members 9 and 9 are made of an aluminum profile having a substantially U-shaped cross section having a length extending across the upper and lower ends of the gap 2 partitioned vertically by the ceiling cover material 5 and the floor cover material 6, as shown in FIG. As described above, the side surface 9a on one side is a flat surface joined to the end surfaces of the casings 3 and 4, and the engaging groove 9b is bent into a substantially C-shaped cross section on the front surface portion bent substantially at right angles from the end portion of the side surface 9a. Is formed over both upper and lower ends. A shaft portion of a bolt, which will be described later, protrudes into the engaging groove 9b at a position in the engaging groove 9b spaced from the upper and lower ends of the groove by an appropriate length inward. Stoppers 9c and 9c are provided (see FIG. 6).

受材9,9は、前記係合凹溝9bを間隙2の高さ方向(鉛直方向)に沿うように配置して前記平坦な側面9aを間隙3,4の端面に接合した状態で、受材9の他側の側面9dに間隙2内からアンカーボルト13を打ち込んで、左右の間隙3,4の端面にそれぞれ固定してある。   The receiving members 9, 9 are arranged in such a manner that the engaging grooves 9b are arranged along the height direction (vertical direction) of the gap 2 and the flat side surface 9a is joined to the end faces of the gaps 3, 4. Anchor bolts 13 are driven into the side surface 9d on the other side of the material 9 from the gap 2 and fixed to the end faces of the left and right gaps 3 and 4, respectively.

支持枠10,10は、前記受材9よりも若干短い長さを有する断面略L字形のアルミ形材からなり、図5に示されるように、L字形に屈曲した一側の側面10aの端面に、前記係合凹溝9b内に嵌挿して当該凹溝に係合する断面略C字形の軸部10bを長手方向に沿って適宜な長さに亘り突設して形成してある。また、側面10aの上下両部には、それぞれ軸部10bが適宜な長さで切除されて、軸部10bが設けられていない切欠き部10c,10cが設けてある。
L字形に屈曲した他側の側面10dは、後述する伸縮リンク機構11のホルダー材11bの取り付け部となっている。なお、軸部10bの長さ(図5中の符号L1)は、前記受材9の係合凹溝9b内の上下のストッパー9c,9cの配置間隔(図4中の符号L2)よりも短くなるように(L1<L2)設けてある。
The support frames 10 and 10 are made of an aluminum material having a substantially L-shaped cross section having a length slightly shorter than the receiving material 9, and as shown in FIG. 5, the end surface of one side surface 10a bent into an L shape. Further, a shaft portion 10b having a substantially C-shaped cross section that is fitted into the engaging groove 9b and engages with the groove is formed by protruding along the longitudinal direction over an appropriate length. In addition, the upper and lower portions of the side surface 10a are provided with cutout portions 10c and 10c in which the shaft portion 10b is cut out with an appropriate length and the shaft portion 10b is not provided.
The other side surface 10d bent in an L-shape serves as an attachment portion for a holder material 11b of the telescopic link mechanism 11 described later. Note that the length of the shaft portion 10b (symbol L1 in FIG. 5) is shorter than the arrangement interval (symbol L2 in FIG. 4) of the upper and lower stoppers 9c, 9c in the engaging groove 9b of the receiving member 9. (L1 <L2) is provided.

支持枠10,10は、それぞれ受材9の係合凹溝9b内にストッパー9cが取り付けられていない状態で、その軸部10bを受材9の端面から係合凹溝9b内に嵌め入れて軸部10b全体を係合凹溝9b内に嵌挿させ、その後、図6に示されるように、係合凹溝9bの上下両部で係合凹溝9bの背面側からボルトをねじ込み、その軸部を係合凹溝9b内に突出させたストッパー9c,9cとして受材9に取り付けることにより、軸部10bが係合凹溝9b内から離脱不能となって受材9に取り付けられる。   The support frames 10 and 10 are respectively fitted with the shaft portion 10b from the end face of the receiving material 9 into the engaging groove 9b in a state where the stopper 9c is not attached in the engaging groove 9b of the receiving material 9. The entire shaft portion 10b is inserted into the engaging groove 9b, and then, as shown in FIG. 6, a bolt is screwed from the back side of the engaging groove 9b at both upper and lower portions of the engaging groove 9b. By attaching the shaft portion to the receiving member 9 as stoppers 9c and 9c projecting into the engaging groove 9b, the shaft portion 10b cannot be detached from the engaging groove 9b and attached to the receiving member 9.

受材9に取り付けられた支持枠10は、その軸部10bが係合凹溝9bに係合して係合凹溝9bの軸心廻りに回転自在に支持され、また、支持枠10が取り付けられた受材9が鉛直向きに配置された状態で、支持枠10の上下両部に設けた切欠け部10c,10cは、図7に示されるように、受材9の上部では支持枠10の上端からストッパー9cよりも下方に至る領域(同図(A)の破線ハッチング部分)に上側の切欠け部10cが、受材9の下部ではストッパー9cの下側から支持枠10の下端に至る領域(同図(B)の破線ハッチング部分)に下側の切欠け部10cがそれぞれ位置し、両ストッパー9c,9cに軸部10bの端部が当接する範囲内で、係合凹溝9bに沿って上下にスライド可能に支持されて、受材9に一体に連結される。   The support frame 10 attached to the receiving member 9 has a shaft portion 10b that engages with the engagement groove 9b and is supported rotatably around the axis of the engagement groove 9b. In the state where the received material 9 is arranged in the vertical direction, the notches 10c, 10c provided at the upper and lower parts of the support frame 10 are formed on the support frame 10 above the material 9 as shown in FIG. The upper notch portion 10c extends from the upper end of the metal plate to the lower side of the stopper 9c (the hatched portion in FIG. 5A), and the lower portion of the receiving material 9 reaches the lower end of the support frame 10 from the lower side of the stopper 9c. The lower notch portion 10c is positioned in the region (broken line hatched portion in FIG. 5B), and the engaging groove 9b is within the range where the ends of the shaft portion 10b abut against the stoppers 9c, 9c. And is slidably supported along the top and bottom, and is integrally connected to the receiving member 9. .

伸縮リンク機構11は、ホルダー材11bに可動材11cをスライド自在に支持してその全長を伸縮し得るように構成された一対の伸縮体11a,11aを、それぞれ前記左右の受材9,9に連結された支持枠10,10に水平向きに取り付け、間隙2上で両伸縮体11a,11aの可動材11c,11cの端部同士を連結して構成してある。   The expansion / contraction link mechanism 11 includes a pair of expansion / contraction bodies 11a and 11a configured to slidably support the movable member 11c on the holder member 11b and extend and contract its entire length to the left and right receiving members 9 and 9, respectively. It is attached to the connected support frames 10 and 10 in the horizontal direction, and the ends of the movable members 11c and 11c of both the elastic bodies 11a and 11a are connected to each other on the gap 2.

詳しくは、伸縮体11a,11aを構成するホルダー材11bと可動材11cはともに断面筒枠状や板状に形成された適宜な長さのアルミ形材からなり、図8に示されるように、ホルダー材11bはその後面部に長手方向に沿って延びた蟻溝状の係合溝11b1を備え、可動材11cはその表面に前記係合溝11b1に係合する長手方向に沿って延びた突起11c1を備えてそれぞれ形成されており、可動材11cの突起11c1をホルダー材11bの端面から係合溝11b1に嵌挿して係合させることにより、可動材11cをホルダー材11bの後面部上で前記係合溝11b1に沿ってスライド可能に支持して取り付けてある。   Specifically, the holder member 11b and the movable member 11c constituting the stretchable members 11a and 11a are both made of an aluminum shape having an appropriate length formed in a cross-sectional cylindrical frame shape or plate shape, and as shown in FIG. The holder material 11b has a dovetail engaging groove 11b1 extending along the longitudinal direction on the rear surface portion thereof, and the movable material 11c has a protrusion 11c1 extending along the longitudinal direction engaging with the engaging groove 11b1 on the surface thereof. The protrusion 11c1 of the movable member 11c is inserted into the engagement groove 11b1 from the end surface of the holder member 11b and engaged with the movable member 11c on the rear surface portion of the holder member 11b. It is attached so as to be slidable along the joint groove 11b1.

伸縮体11a,11aは、前記左右の受材9,9に連結された左右の支持枠10,10に、それぞれ可動材11cが間隙2の幅方向(水平方向)に沿ってスライドするようにホルダー材11bを水平に向け、且つその端部を支持枠10の側面10dにボルト留めするなどして固定してある。
そして、伸縮リンク機構11は、図10に示されるように、一側の伸縮体11aの可動材11cの端部に間隙2の高さ方向に沿った長孔11d1、11d1が形成された連結板11dを取り付ける一方、予め他側の伸縮体11aの可動材11cの端部には間隙2の幅方向に沿った長孔11c2,11c2を形成しておき、連結板11dの長孔11d1,11d1と可動材11cの長孔11c2,11c2を重ねた状態で、可動材11cの前面側から長孔11c2,11c2に、間隙2の奥行き方向に沿ってボルト11e,11eの軸部を挿通し、連結板11dの長孔11d1,11d1から突出したボルト11e,11eの軸部にコイル状の圧縮バネ11f,11fを装着した上で、軸部の端部をナット11g,11gで締め付けて、可動材11c,11cの端部同士を間隙2の奥行き方向へ変位可能に連結して、左右の支持枠10,10間に架設してある。図10中、符番11hはワッシャーである。
The elastic bodies 11a, 11a are holders so that the movable material 11c slides along the width direction (horizontal direction) of the gap 2 on the left and right support frames 10, 10 connected to the left and right receiving materials 9, 9. The material 11b is oriented horizontally and its end is fixed to the side surface 10d of the support frame 10 by bolting or the like.
As shown in FIG. 10, the expansion / contraction link mechanism 11 is a connecting plate in which long holes 11d1 and 11d1 along the height direction of the gap 2 are formed at the end of the movable member 11c of the expansion / contraction body 11a on one side. While attaching 11d, long holes 11c2 and 11c2 along the width direction of the gap 2 are formed in advance at the end of the movable member 11c of the other extensible body 11a, and the long holes 11d1 and 11d1 of the connecting plate 11d With the long holes 11c2 and 11c2 of the movable material 11c being overlapped, the shafts of the bolts 11e and 11e are inserted along the depth direction of the gap 2 from the front surface side of the movable material 11c into the long holes 11c2 and 11c2. After attaching the coiled compression springs 11f and 11f to the shafts of the bolts 11e and 11e protruding from the long holes 11d1 and 11d1 of the 11d, the end of the shaft is tightened with the nuts 11g and 11g, and the movable material 1c, 11c end portions displaced linked the depth direction of the gap 2, it is bridged between the left and right supporting frames 10, 10. In FIG. 10, reference numeral 11h is a washer.

なお、図3に示されるように、左右の支持枠10,10間には複数の伸縮リンク機構11が架設され、各伸縮リンク機構11に架設した連結板11dで各可動材11c,11c同士の連結部を接続してある。また、層間変位などにより変位した伸縮リンク機構11を元の架設位置に復帰させるため、複数の伸縮リンク機構11と躯体3とをバネ体13で接続してある。   As shown in FIG. 3, a plurality of expansion / contraction link mechanisms 11 are installed between the left and right support frames 10, 10, and the movable members 11 c and 11 c are connected to each other by a connecting plate 11 d installed on each expansion / contraction link mechanism 11. The connecting part is connected. In addition, a plurality of telescopic link mechanisms 11 and the housing 3 are connected by a spring body 13 in order to return the telescopic link mechanism 11 displaced by the interlayer displacement or the like to the original installation position.

壁面カバー材7は、図2に示されるように、間隙2の横幅よりも幅狭な2枚のカバー材71,72からなり、互いに端部を適宜な幅だけ重ねた状態で、前記伸縮体11a,11aのホルダー材11b,11bの前面にそれぞれ取り付けてある。なお、図2中、符番14は間隙2内に取り付けられたシート材である。   As shown in FIG. 2, the wall surface cover member 7 is composed of two cover members 71 and 72 narrower than the lateral width of the gap 2, and the stretchable body with the end portions overlapped with each other by an appropriate width. 11a and 11a are attached to the front surfaces of the holder materials 11b and 11b, respectively. In FIG. 2, reference numeral 14 denotes a sheet material attached in the gap 2.

このように構成された本形態のエキスパンションジョイント1によれば、間隙2を挟む左右の躯体3,4の間隙2の幅方向に沿った相対変位は、図11に示されるように伸縮リンク機構11が伸縮動作することにより、また、間隙2の高さ方向に沿った相対変位は伸縮リンク機構11の端部が支持枠10,10とともに受材9,9に沿って上下にスライドすることにより、間隙2の奥行き方向に沿った相対変位は受材9,9の係合凹溝9b,9b内で支持枠10,10の軸部10b,10bが回転することにより、各方向の変位に追随して支持装置8が変位動作し、伸縮リンク機構11に取り付けられた壁面カバー材7と左右の躯体3,4の端部壁面との接合状態を確実に維持することができる。   According to the expansion joint 1 of the present embodiment configured as described above, the relative displacement along the width direction of the gap 2 between the left and right housings 3 and 4 sandwiching the gap 2 is shown in FIG. Is expanded and contracted, and the relative displacement along the height direction of the gap 2 is caused by sliding the end of the expandable link mechanism 11 up and down along the support members 10 and 10 along the receiving materials 9 and 9. The relative displacement along the depth direction of the gap 2 follows the displacement in each direction as the shaft portions 10b, 10b of the support frames 10, 10 rotate within the engaging grooves 9b, 9b of the receiving members 9, 9. Thus, the support device 8 is displaced, and the joining state between the wall surface cover member 7 attached to the telescopic link mechanism 11 and the end wall surfaces of the left and right housings 3 and 4 can be reliably maintained.

また、地震の発生などにより建物に層間変位が生じ、左右の躯体3,4が水平方向に傾斜したときは、図12に示されるように、支持枠10,10の軸部10b,10bが受材9,9の係合凹溝9b,9b内でスライドして、つまり受材9と支持枠10の連結全体が傾斜方向にスライドして支持枠10,10が受材9,9とともに傾斜する。
傾斜に伴い支持枠10の軸部10bが受材9の係合凹溝9b内でスライドし、受材9に対する支持枠10の連結位置が上下方向に変化するが、支持枠10の端面の上下両部に軸部10bが切除された切欠き部10c,10cを設けてあるので、傾斜によって支持枠10の軸部10bが受材9に衝突するなどして、受材9と支持枠10の連結部分が破損するようなことはなく、地震の震動が止んで層間変位していた建物が元の位置に復元したときには、左右の躯体3,4の復元に伴い支持枠10の軸部10bが受材9の係合凹溝9b内でスライドし、支持枠10は受材9との当初の連結位置に保持される。
Further, when an interlayer displacement occurs in the building due to an earthquake or the like, and the left and right housings 3 and 4 are inclined in the horizontal direction, the shaft portions 10b and 10b of the support frames 10 and 10 are received as shown in FIG. It slides within the engaging grooves 9b, 9b of the members 9, 9, that is, the entire connection between the receiving member 9 and the support frame 10 slides in the inclined direction, and the supporting frames 10, 10 are inclined together with the receiving members 9, 9. .
The shaft portion 10b of the support frame 10 slides in the engagement concave groove 9b of the receiving member 9 with the inclination, and the connection position of the supporting frame 10 with respect to the receiving member 9 changes in the vertical direction. Since the notches 10c and 10c with the shaft portion 10b cut off at both portions are provided, the shaft portion 10b of the support frame 10 collides with the support material 9 due to the inclination, and the like. When the building where the seismic motion has stopped and the interlayer displacement has been restored is restored to its original position, the shaft portion 10b of the support frame 10 is not restored as the left and right housings 3 and 4 are restored. The support frame 10 is slid within the engagement concave groove 9 b of the receiving material 9, and the support frame 10 is held at the initial connection position with the receiving material 9.

また、伸縮リンク機構11は、左右の支持枠10,10に取り付けた伸縮体11a,11aの可動材11c,11cの端部同士を、連結板11dを介して軸部に圧縮バネ11fを装着したボルト11eを留め付けて、間隙奥行き方向へ変位可能に連結して構成してあるので、地震の発生に伴う建物の層間変位により左右の躯体3,4が任意の方向へ相対変位して伸縮リンク機構11に間隙2の面外方向の荷重が作用したとしても、前記連結部が間隙奥行き方向に沿って変位することで前記面外方向の変形に追従するため、層間変位により伸縮リンク機構11が破損するようなことはない。
さらに、連結板11dに形成された間隙高さ方向の長孔11d1、又は可動材11cの端部に形成された間隙幅方向の長孔11c2に沿って、可動材11c,11c同士の連結部が変位し得るように設けてあるので、層間変位によって左右の躯体3,4が水平方向に傾斜した際に、受材9,9に連結された支持枠10,10の傾斜に伴い前記長孔11d1,11c2に沿って前記連結部がスライド変位することで、層間変位に追従して伸縮リンク機構11を変形させることができ、層間変位に伴い作用する荷重により伸縮リンク機構11に応力が集中して破損を来すようなことはなく、伸縮リンク機構11の前面に取り付けた壁面カバー材7で間隙2を確実に閉鎖することが可能である。
The telescopic link mechanism 11 has compression springs 11f attached to the shafts of the ends of the movable members 11c and 11c of the telescopic bodies 11a and 11a attached to the left and right support frames 10 and 10 via a connecting plate 11d. Since the bolt 11e is fastened and connected so as to be displaceable in the gap depth direction, the left and right housings 3 and 4 are relatively displaced in any direction due to the interlayer displacement of the building accompanying the occurrence of an earthquake, so that the telescopic link Even if a load in the out-of-plane direction of the gap 2 acts on the mechanism 11, the link portion follows the deformation in the out-of-plane direction by displacing along the gap depth direction. There will be no damage.
Further, a connecting portion between the movable members 11c and 11c is formed along the long hole 11d1 in the gap height direction formed in the connecting plate 11d or the long hole 11c2 in the gap width direction formed in the end portion of the movable material 11c. Since it is provided so that it can be displaced, when the left and right housings 3, 4 are inclined in the horizontal direction due to the interlayer displacement, the elongated holes 11d1 are accompanied by the inclination of the support frames 10, 10 connected to the receiving members 9, 9. , 11c2 can slide the connecting portion to deform the telescopic link mechanism 11 following the inter-layer displacement, and stress concentrates on the telescopic link mechanism 11 due to the load acting with the inter-layer displacement. The gap 2 can be reliably closed by the wall surface cover member 7 attached to the front surface of the telescopic link mechanism 11 without causing damage.

なお、図示したエキスパンションジョイント1や支持装置8、伸縮リンク機構11の構成は、本発明の実施形態の一例を示すものであり、本発明はこれに限定されず、他の適宜な形態で構成することが可能である。
図示した形態では、支持枠10に軸部10b、受材9に係合凹溝9bをそれぞれ設けたが、支持枠に係合凹溝、受材に軸部を設けて、両部材が回転及びスライド自在に連結するように構成してもよい。変形例と前記実施の形態の任意の組み合わせもまた本発明の実施の形態として有用である。
In addition, the structure of the illustrated expansion joint 1, the support apparatus 8, and the expansion-contraction link mechanism 11 shows an example of embodiment of this invention, This invention is not limited to this, It comprises with another appropriate form. It is possible.
In the illustrated form, the shaft portion 10b is provided on the support frame 10 and the engaging groove 9b is provided on the receiving member 9, but the engaging groove is provided on the supporting frame and the shaft portion is provided on the receiving member so that both members rotate and rotate. It may be configured to be slidably connected. Arbitrary combinations of modifications and the above embodiments are also useful as embodiments of the present invention.

1 壁面用エキスパンションジョイント、2 間隙、3,4 躯体、5 天井カバー材、6 床カバー材、7 壁面カバー材、8 支持装置、9 受材、9b 係合凹溝、10 支持枠、10b 軸部、11 伸縮リンク機構、11a 伸縮体、11b ホルダー材、11c 可動材、11d 連結板、11d1 長孔、11e ボルト、11f 圧縮バネ、12 アンカーボルト、13 バネ体、14 カバー材

DESCRIPTION OF SYMBOLS 1 Expansion joint for wall surfaces, 2 gap | interval, 3, 4 frame, 5 ceiling cover material, 6 floor cover material, 7 wall surface cover material, 8 support apparatus, 9 receiving material, 9b engagement ditch | groove, 10 support frame, 10b shaft part , 11 telescopic link mechanism, 11a telescopic body, 11b holder material, 11c movable material, 11d connecting plate, 11d1 long hole, 11e bolt, 11f compression spring, 12 anchor bolt, 13 spring body, 14 cover material

Claims (4)

躯体(3)と躯体(4)の間隙(2)に両躯体(3,4)の変位に応じて間隙幅方向へ伸縮動作する伸縮リンク機構(11)を取り付け、この伸縮リンク機構(11)に取り付けた壁面カバー材(7)で両躯体(3,4)の壁面を接合する壁用エキスパンションジョイント(1)の壁面カバー材支持装置(8)において、
前記伸縮リンク機構(11)の両側に取り付けられていて前記間隙(2)の高さ方向に沿って延びた軸部(10b)が端面に突設されてなる支持枠(10,10)と、
前記間隙(2)に面した左右の躯体(3,4)の端部に取り付けられていて前記間隙(2)の高さ方向に沿って延びた係合凹溝(9b)を有する受材(9,9)を備え、
前記支持枠(10,10)は、
その軸部(10b)を前記受材(9)の係合凹溝(9b)に係合させて受材(9)に回転自在に支持され、且つ前記係合凹溝(9b)内の上下両部に設けられたストッパー(9c,9c)に前記軸部(10b)が当接する範囲内で係合凹溝(9b)に沿って上下にスライド可能に受材(9)に連結されているとともに、
前記支持枠(10)の軸部(10b)が設けられた端面の上下両部に軸部(10b)が突設されていない切欠き部(10c,10c)が設けられた構成を有することを特徴とする壁面カバー材支持装置。
An expansion / contraction link mechanism (11) that expands and contracts in the gap width direction according to the displacement of both the casings (3, 4) is attached to the gap (2) between the casing (3) and the casing (4). In the wall surface cover material support device (8) of the wall expansion joint (1) for joining the wall surfaces of the two casings (3, 4) with the wall surface cover material (7) attached to
A support frame (10, 10) which is attached to both sides of the telescopic link mechanism (11) and has shaft portions (10b) extending along the height direction of the gap (2) projecting from the end face;
A receiving member (9b) having an engaging groove (9b) attached to the ends of the left and right housings (3, 4) facing the gap (2) and extending along the height direction of the gap (2). 9, 9)
The support frame (10, 10)
The shaft portion (10b) is engaged with the engaging groove (9b) of the receiving member (9) to be rotatably supported by the receiving member (9), and the upper and lower sides in the engaging groove (9b) The shaft (10b) is connected to the receiving member (9) so as to be vertically slidable along the engaging groove (9b) within a range in which the shaft (10b) abuts against stoppers (9c, 9c) provided at both portions. With
The support frame (10) has a configuration in which notched portions (10c, 10c) where the shaft portion (10b) is not provided are provided on both upper and lower portions of the end surface where the shaft portion (10b) is provided. A wall surface covering material support device.
伸縮リンク機構(11)は、
適宜な長さの筒枠材であって後面部にその長手方向に沿って延びた蟻溝状の係合溝(11b1)を有するホルダー材(11b)と、前記係合溝(11b1)に係合する突起(11c1)を備えていて前記ホルダー材(11b)の後面部上で前記係合溝(11b1)に沿ってスライド自在に支持される可動材(11c)からなる伸縮体(11a,11a)を、前記左右の受材(9,9)に連結された左右の支持枠(10,10)に、前記可動材(11c)が間隙幅方向に沿ってスライドするようにホルダー材(11b)を水平に向けてそれぞれ固定されているとともに、
一側の伸縮体(11a)の可動材(11c)の端部に間隙高さ方向に沿った長孔(11d1)が形成された連結板(11d)が取り付けられ、他側の伸縮体(11a)の可動材(11c)の端部に間隙幅方向に沿った長孔(11c2)が形成され、
当該他側の可動材(11c)の長孔(11c2)に間隙奥行き方向に沿って通したボルト(11e)の軸部が前記連結板(11d)の長孔(11d1)に挿通されているとともに、この長孔(11d1)から突出したボルト(11e)の軸部にコイル状の圧縮バネ(11f)が装着されて軸部端部がナット締め(11g)されていることにより、
前記両伸縮体(11a,11a)の可動材(11c,11c)の端部同士を間隙奥行き方向へ変位可能に連結して左右の支持枠(10,10)間に架設された構成を有することを特徴とする請求項1に記載の壁面カバー材支持装置。
The telescopic link mechanism (11)
A holder material (11b), which is a cylindrical frame member having an appropriate length and has a dovetail-like engagement groove (11b1) extending in the longitudinal direction on the rear surface portion, and the engagement groove (11b1). A telescopic body (11a, 11a) comprising a movable member (11c) having a projection (11c1) to be mated and supported slidably along the engagement groove (11b1) on the rear surface of the holder material (11b). ) To the left and right support frames (10, 10) connected to the left and right receiving materials (9, 9) so that the movable material (11c) slides along the gap width direction. Are fixed horizontally facing each other,
A connecting plate (11d) having a long hole (11d1) formed in the gap height direction is attached to the end of the movable member (11c) of the one-side stretchable body (11a), and the other-side stretchable body (11a) is attached. ) Of the movable material (11c) is formed with a long hole (11c2) along the gap width direction,
While the shaft portion of the bolt (11e) passed through the long hole (11c2) of the movable material (11c) on the other side along the gap depth direction is inserted into the long hole (11d1) of the connecting plate (11d). By attaching a coiled compression spring (11f) to the shaft portion of the bolt (11e) protruding from the long hole (11d1) and tightening the end portion of the shaft portion with a nut (11g),
The ends of the movable members (11c, 11c) of both the stretchable bodies (11a, 11a) are connected so as to be displaceable in the gap depth direction, and are constructed between the left and right support frames (10, 10). The wall surface covering material support device according to claim 1.
支持枠(10)に軸部(10b)、受材(9)に係合凹溝(9b)をそれぞれ設ける代わりに、支持枠(10)に係合凹溝、受材(9)に軸部を設けた構成を有する請求項1又は2に記載の壁面カバー材支持装置。   Instead of providing the supporting frame (10) with the shaft portion (10b) and the receiving material (9) with the engaging groove (9b), the supporting frame (10) has the engaging groove and the receiving material (9) with the shaft portion. The wall surface covering material support device according to claim 1, wherein the wall surface covering material support device has a configuration in which a wall is provided. 請求項1〜3の何れかに記載の壁面カバー材支持装置により、左右の躯体(3,4)の間隙(2)を覆う壁面カバー材(7)が支持された構成を有することを特徴とする壁面用エキスパンションジョイント。   The wall cover material supporting device according to any one of claims 1 to 3, wherein the wall surface cover material (7) covering the gap (2) between the left and right housings (3, 4) is supported. Expansion joint for wall surface.
JP2012145134A 2012-06-28 2012-06-28 Wall cover material support device and wall expansion joint Active JP5102405B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012145134A JP5102405B1 (en) 2012-06-28 2012-06-28 Wall cover material support device and wall expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012145134A JP5102405B1 (en) 2012-06-28 2012-06-28 Wall cover material support device and wall expansion joint

Publications (2)

Publication Number Publication Date
JP5102405B1 true JP5102405B1 (en) 2012-12-19
JP2014009456A JP2014009456A (en) 2014-01-20

Family

ID=47528499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012145134A Active JP5102405B1 (en) 2012-06-28 2012-06-28 Wall cover material support device and wall expansion joint

Country Status (1)

Country Link
JP (1) JP5102405B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104213646A (en) * 2014-08-20 2014-12-17 昆明理工大学 Structure processing method for vertical isolation seam with shock insulation structure
CN112900912A (en) * 2021-01-23 2021-06-04 北京新兴保信建设工程有限公司 Glue injection filling device of assembly type building

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6400320B2 (en) * 2014-03-31 2018-10-03 株式会社Uacj金属加工 Wall expansion joint device
JP2016035575A (en) 2014-08-01 2016-03-17 日東電工株式会社 Anti-glare film and image display device
JP2016035574A (en) 2014-08-01 2016-03-17 日東電工株式会社 Anti-glare film and image display device
JP2017032711A (en) 2015-07-30 2017-02-09 日東電工株式会社 Antiglare film

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322132A (en) * 2004-10-12 2006-11-30 Dooei Gaiso Kk Joint cover device for wall
JP2012021339A (en) * 2010-07-15 2012-02-02 Dooei Gaiso Kk Joint device for floor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322132A (en) * 2004-10-12 2006-11-30 Dooei Gaiso Kk Joint cover device for wall
JP2012021339A (en) * 2010-07-15 2012-02-02 Dooei Gaiso Kk Joint device for floor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104213646A (en) * 2014-08-20 2014-12-17 昆明理工大学 Structure processing method for vertical isolation seam with shock insulation structure
CN112900912A (en) * 2021-01-23 2021-06-04 北京新兴保信建设工程有限公司 Glue injection filling device of assembly type building

Also Published As

Publication number Publication date
JP2014009456A (en) 2014-01-20

Similar Documents

Publication Publication Date Title
JP5102405B1 (en) Wall cover material support device and wall expansion joint
JP2014195854A (en) Industrial robot including balancer device
JP5799630B2 (en) Seismic isolation device
JP6192961B2 (en) Vibration control device
JP2014118789A (en) Floor joint device
JP5064093B2 (en) Seismic isolation device and fixture equipped with the seismic isolation device
KR101460625B1 (en) External mounted type damping device
JP5704961B2 (en) fence
JP2015045348A (en) Triple surface slide supporting device for structure
JP6546650B2 (en) Floor joint device
JP6017391B2 (en) Movable handrail device
JP4603507B2 (en) Seismic isolation device for glass panel
JP5770803B2 (en) Expansion joint device
JP5279798B2 (en) Base-isolated floor structure
KR101654337B1 (en) Column type vibration isolation apparatus
JP5172520B2 (en) Telescopic joint cover device
JP3898424B2 (en) Single piece frame joint device
JP6251586B2 (en) Expansion joint
JP6304798B2 (en) Manhole, connecting metal fitting used therefor, and manhole connecting method
JP7203687B2 (en) Mounting structure of round case
JP7563751B2 (en) Joint cover device
JP6472554B1 (en) Floor joint device
JP4475588B2 (en) Ceiling joint device
JP2005127063A (en) Locking suppressing device of base isolation structure
JP2017198056A (en) Stretchable joint apparatus and ceiling stretchable joint apparatus

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120927

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151005

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5102405

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250